Construction Of Degree College Building At Nanda Sain In Gairsain Block Construction Of Degree College Building At Nanda Sain In Gairsain Block

Tender Notice

30055377
Construction Of Degree College Building At Nanda Sain In Gairsain Block Construction Of Degree College Building At Nanda Sain In Gairsain Block
Indian
Uttaranchal
26-11-2021
07-12-2021
07-12-2021

Tender Details

Construction Of Degree College Building At Nanda Sain In Gairsain Block Construction Of Degree College Building At Nanda Sain In Gairsain Block

Key Value

Document Fees
INR 5900 /-
EMD
INR 508000.00 /-
Tender Value
INR 2.54 Crore /-

BOQ Items

Name of Work :- Construction ofDegree Collage at Nandasain Block Gairsain
Sl. No. Item Description
1Earth work in excavation by mechanical means (HydraulicExcavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil asdirected, within a lead of 50 m for all Kinds of soil by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
2Providing and laying in position cement concrete 1:4:8(1Cement:4coarsesand:8gradedstoneaggregate 40 mm nominal size). of specified grade-All work upto plinth level excluding the cost of centring and shuttering -by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
3Random rubble masonrywith Cement mortar 1:6 (1 cement : 6 coarse sand) with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
4Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :cement mortar 1:4 (1 cement : 4 coarse sand)
5Providing and laying in position specified grade of reinforcedcement concrete1:1.5:3(1cement:1.5coarse sand: 3gradedstoneaggregate 20 mm nominal size)- All work upto plinth level excluding the cost of centring, shuttering,finishing and reinforcement by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
6Brick work in Cement mortar 1:6 (1 cement : 6 coarse sand)with F.P.S. bricks of class designation 75 in foundationand plinth by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
7Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes inCement mortar 1:6 (1 cement : 6 coarse sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
8Half brick masonry with F.P.S. bricks of class designation 75 insuperstructure above plinth level upto floor V level inCement mortar 1:4 (1 cement : 4 coarse sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
9Reinforced cement concrete 1:1.5:3(1cement:1.5coarse sand: 3gradedstoneaggregate 20 mm nominal size)uptofloor five level work in walls (any thickness),including attached pilasters, buttresses, plinth and string courses,fillets, columns, pillars, piers,abutments, posts and struts etc. excluding cost of centring, shuttering, finishing and reinforcement by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
10Centring and shuttering for Foundations, footings, bases of columns, etc. including strutting,ropping etc. andremoval of form for mass concrete. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
11Centring and shuttering for Columns, Pillars, Piers, Abutments, Posts and Struts. including strutting,ropping etc. andremoval of form by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
12Centring and shuttering for Suspendedfloors,roofs,landings,balconiesandaccess platform. including strutting,ropping etc. andremoval of form by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
1315 mm cement plaster on rough side of single or half brick wall ofmix.1:6 (1 cement : 6 fine sand)by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
14Centring and shutteringfor Lintels, beams, plinth beams, girders, bressumers and cantilevers .including strutting,ropping etc. andremoval of form by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
15Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete.Thermo-Mechanically Treated bars. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
1612 mm cement plaster of mix.1:6 (1 cement : 6 fine sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
17Makingplinthprotection50mmthickofcementconcrete 1:3:6(1cement:3coarsesand:6gradedstoneaggregate20mm nominalsize)over75mmbedbydrybrickballast40mmnominal sizewellrammedandconsolidatedandgroutedwithfinesand includingfinishing the top smooth by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
18Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :
19Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
20Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS :15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4Coarse sand) including pointing the joints with white cement and matching pigment etc., complete. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
21Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
22Plaster drip course/ groove in plastered surfaceor moulding to R.C.C. projections. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
23Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Sal WOOD
24Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete
25Providing and fixing M.S. Tubular frames for doors, windows, ventilator sand cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
26Providing and fixing 35 mm thick ISI marked flush door shutters conforming toIS: 2202 (Part I) non-decorative type, core of block board construction with frameof 1st class hard wood and well matched commercial 3 ply veneering with verticalgrains or cross bands and face veneers on both faces of shutters.including ISI marked Stainless Steel butt hinges withnecessary screws. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item
27Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, includin cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
28Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete
29Renewing glass panes, with putty and nails wherever necessary Float glass panes of thickness 4 mm as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item
30Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
31windows using galvanised M.S. wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.63 mm.With 12 mm mild steel U beading. as per directions ofEngineer-in-chargework to be execuated as per specification a rate of above given item
32Providing and fixing ISI marked oxidised M.S.sliding door boltswith nuts and screws etc 250x16 mm as per directions ofEngineer-in-chargework to be execuated as per specification a rate of above given item
33Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :200x10 mm
34Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :125 mm
35Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.Twin rubber stopper
36Providing and fixing ISI marked oxidised M.S. tower bolt blackfinish, (Barrel type) with necessary screws etc 200x10 mm. as per directions ofEngineer-in-chargework to be execuated as per specification a rate of above given item
37Providing and fixing ISI marked oxidised M.S. handles conformingto IS:4992 with necessary screws etc 100 mm . as per directions ofEngineer-in-chargework to be execuated as per specification a rate of above given item
38Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
39Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer
40Finishing walls withAcrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqmover and including priming coat of exterior primer applied@ 2.20 kg/10 sqm)
41PaintingwoodworkwithDeluxeMultiSurfacePaintofrequired shade.Twoor more coat applied @0.90ltr/10sqmoveranundercoatofprimerapplied@0.75ltr/10sqm ofapproved brand or manufacture. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item
42PaintingSteel workwithDeluxeMultiSurface Paintto givean even shade. Two or morecoatapplied @0.90 ltr/10sqmover an under coatof primerapplied@0.80ltr/10sqmofapproved brand or manufacture. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item
43Providing and fixing on wall face unplasticised Rigid PVC rain water pipes(75 mm diameter ) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item
44Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (110 mm diameter ) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given item
45Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories Coupler75 mm
46Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories Coupler110 mm
47Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories Single tee without door 75x75x75 mm
48Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories Single tee without door 110x110x110 mm
49Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories 75 mm bend
50Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories 110 mm bend
51Providing and fixing 15 mm nominal bore ball valve (brass) of approved qualitycomplete. High or low pressure with plastic floats. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given
52Providing and fixing white vitreous china pedestal type water closet (European type) W.C. pan with ISI marked white solid plastic seat and lid. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given
53Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
54WhiteVitreousChinaFlatbackwashbasinsize550x400mm with single 15 mm C.P. brass pillar tap. as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given
55Providing and fixing P.V.C. waste pipe (Flexible pipe 32mm dia)for sink or wash basin including P.V.C. as per direction of Engineer -in- charge, work to be execuated as per specification a rate of above given
56Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching and refilling etc. (INTERNAL work) 15 mm dia. nominal bore as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given
57Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc (External)15 mm dia nominal bore
58Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc (External) 20 mm dia nominal bore
59Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc (External) 25 mm dia nominal bore
60Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
61Providing and fixing in position 25 mm diameter mosquito proof coupling of approved municipal design.
62Providing and fixing brass stop cock of approved quality 15 mm nominal bore as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given
63Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry With common burnt clay F.P.S. (non modular) bricks of lass designation 7.5 brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.
64Constructing masonry Chamber 30x30x50 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1cement :3 coarsesand) 12mm thick finished with a floating coat of neat cement complete as per standard design : as per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given (With F.P.S. bricks)
65Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
66Constructing masonry Chamber 60x60x75 cm inside, in brick work mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
67Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tankas per direction ofEngineer-in-charge, work to be execuated as per specification a rate of above given
68Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
69Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 (i)Soil
70Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1(ii)ORDINARY ROCK
71Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1(iii)HARD ROCK
72Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
73Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
74Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
75Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
76Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4 (Hand mixed)
77Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1(iii)ordinary soil
78Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603. ordinary rock
79Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603. hard rock
80Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction hard rock
81Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
82cement plum masonary with 40% plum and 60% 1:3:6 cement concrete including supply of all metirial labour etc
83Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
84Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
85construction of parapets as per standerd drawing including supply of all matirial labour etc
86construction of KC type drain without cc as per drawing including supply of all matirial labour etc
87providing and fixing of semi reflactive cautionary mandatory and informatry sign board as per IRC67 made of 1.5 mm thick ms sheet
88Road information and project detail board
89providing and laying of wire crates 3x1.5x1.5 in size with gi wire conforming to IS:280 and IS:4826 IN 150mmx150mm mash laid with stone boulder as per direction of engineer incharge
90Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading I Material
91construction of scupper with dry stone masonary as per drawing and technical specification as per clause 1606.5
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